ELASTOMERIC EXPANSION JOINTS
|
|
- Joleen Blake
- 7 years ago
- Views:
Transcription
1 Elastomeric expansion joints RAN - SIN GPE RAN P series ELASTOMERIC EXPANSION JOINTS J01
2 ELASTOMERIC MOVEMENT J O I N T S When bridges were designed with short spans and massive appearances, movement joints were not an essential mechanical item required, if they were required then simple joints would have been used. But, once this old style of bridge design was substituted with a modern concept, mechanical movement joints became an important feature, hence extensive development in this field. More recently, pre-stressing techniques, segmental construction methods and cable-stayed designs have further increased the demand and importante for performance and realiability in modern mechanical movement joints. Since the research and development within FIP Industriale has been so productive, we are now in a positive position to boast a wide range of standard and non-standard elastomeric movement joints which are able to accommodate movements ranging from 50 mm to 800 mm, with non-standard movement joints accommodating movements beyond 800 mm. By using over 40 years of design, manufacture, testing and installation experience, we have discovered and exclusive design that will allow the maintenance to be carried out after several years without the operation becoming arduous and costly.
3 In 1992, FIP Industriale secured CISQ-ICIM certification for its Quality Assurance System in conformance with EN European Standard (ISO 9001). FIP Industriale is proud to be the first Italian manufacturer of structural bearings, aseismic devices and expansion joints boasting a Quality Assurance System certified at the highest level - from design to customer service assistance. Certification has been achieved via rigorous evaluation by an internationally recognized Third Party Organisation, thus internationally validating the quality assurance system.
4 EXPANSION JOINTS DESCRIPTION FIP elastomeric movements joints come in a wide range of formats, each format having a certain movement range to accommodate, with only the types of materials used remaining constant. Based on a design of reinforced rubber modular elements, FIP movement joints provide for the following advantages: - Simple installation - Simple and cost effective inspections and maintenance - Minimal noise and vibration - Ultimate comfort for passengers passing over - Smooth running surface - Optimum functioning and durability of all components - Minimal interference with the structure - Format easily adjusted to many shapes to accommodate layout of structure or design engineers preference - Several different types of anchorage to suit client requirement The series of standard movement joints available are labelled as follows RAN, SIN movement range from 30 to 50 mm GPE movement range from 50 to 250 mm RAN P movement range from 300 to 800 mm Expansion joint being tested at FIP laboratory
5 RAN and SIN type expansion joints are made of monolithic reinforced elastomeric pads with a central straight of sinusoidal profile to bridge the gap and accommodate the required movements. The elements are seated on a 3 mm bedding of epoxy mortar and are affixed to the deck by means of suitable anchor system. Two lateral stainless steel channels guide the water infiltrating through the wearing course and binder layers to a drainage outlet cast into the structure. A central gutter is also provided for further security in order to protect the internal vertical surfaces of the deck. MOVEMENT JOINT RAN AND SIN SERIES RAN 30 Expansion jont for movement up to 30 mm
6 RAN 50S and RAN 50 Expansion jont for movements up to 50 mm SIN 50 Expansion jont for movements up to 50 mm
7 POS. DESCRIPTION MATERIAL A Sealant EPOBLOCK ME binder B Transition strip EPOBLOCK ME 3C C Mortar bedding Betonfip / EPOBLOCK ME 3C D M12 threaded bar or other ASTM grade B7 E Gutter Hypalon F Water drainage channel Steel UNI 8317-X5 CrNi 1810 G Anchoring epoxy resin Primer P150 FIP MOVEMENT JOINTS AROUND THE WORLD 2nd Severn Crossing - UK Coltano Viaduct - Italy Bridge over the Po river - Italy Scardon Viaduct - France
8 EXPANSION JOINTS MOVEMENT JOINT GPE SERIES GPE type expansion joints are made of monolithic reinforced elastomeric pads with a central plate bridging the gap. The movements are accommodated by a suitable number of grooves in the elastomer which is of a sinusoidal profile.the elements are seated on a 3 mm bedding of epoxy mortar and are affixed to the deck by means of suitable anchor system. Two lateral stainless steel channels guide the water infiltrating through the wearing course and binder layers to a drainage outlet cast into the structure. A central gutter is also provided for further security in order to protect the internal vertical surfaces of the deck. TOTAL ANCHORS JOINT HEIGHT WIDTH GAP MOVEMENT (center to center) TYPE (mm) H (mm) X (mm) Y (mm) Z (mm) GPE 50S/ max GPE 50S/ max GPE 50S/ max GPE average GPE average Rubber modulus is 900 mm long POS. DESCRIPTION MATERIAL A Sealant EPOBLOCK ME binder B Transition strip EPOBLOCK ME 3C C Mortar bedding EPOBLOCK ME 3C / Beton FIP D M16 threaded bar or other ASTM grade B7 E Gutter Hypalon F Water drainage channel UNI 8317-X5 CrNi 1810
9 TOTAL ANCHORS JOINT HEIGHT WIDTH GAP MOVEMENT (center to center) TYPE (mm) H (mm) X (mm) Y (mm) Z (mm) GPE GPE GPE Rubber modulus is 900 mm long POS. DESCRIPTION MATERIAL A Sealant EPOBLOCK ME binder B Transition strip EPOBLOCK ME 3C C Mortar bedding EPOBLOCK ME 3C / Beton FIP D M20 threaded bar or other ASTM grade B7 E Gutter Hypalon F Water drainage channel UNI 8317-X5 CrNi 1810 G Sliding sheet UNI 8317-X5 CrNi 1810
10 EXPANSION JOINTS MOVEMENT JOINT RAN P SERIES The RAN P type movement joint is of a modular reinforced pad design. The principal components are a central bridging plate comprising of elastomer blocks vulcanised to steel reinforcement plates. Either side of the bridge plate sets of elastomeric bellows are installed in order to accommodate the longitudinal movements. The whole system of bridge bellows and bridge plate slide ceremoniously on stainless steel sheets which are fastened down with epoxy resin. The anchorage system fixes the external elements i.e. the bridge bellows down into the deck, stainless steel anti-lift bars which also act as guides are inserted into the bellows and are also fixed into the deck. The bridge plate however is fastned by means of suitable bolts into the bellows to give an all round secure system.two lateral stainless steel channels guide the water infiltrating through the wearing course and binder layers to a drainage outlet cast into the structure. A stainless steel central gutter is also provided for further security in order to protect the internal vertical surfaces of the deck. RAN P POS. DESCRIPTION MATERIAL A Bellow Steel reinforced rubber B Central bridging plate Steel reinforced rubber C Sealant EPOBLOCK ME binder D Transition strip EPOBLOCK ME 3C E Antilifting bar UNI 8317-X5 CrNi 1810 F M20 threaded bar or other ASTM grade B7 G Gutter UNI 8317-X5 CrNi 1810 H Sliding sheet UNI 8317-X5 CrNi 1810 I M24 threaded bar or other ASTM classe B7 L Water drainage channel UNI 8317-X5 CrNi 1810
11 RAN P 300 RAN P 400 RAN P 500
12 EXPANSION JOINTS RAN P 600 RAN P 700 RAN P 800
13 The installation procedure for the elastomeric movement joints is a simple task owing to various factors such as: - joint elements are supplied in easily accessible modules - the thickness of rubber components is small - fixing to the structure is simple as no special supporting device is required to be recessed into the deck slab - various types of fixing methods are available to choose from MOVEMENT JOINT INSTALLATION TYPICAL INSTALLATION PROCEDURES RAN AND SIN TYPE EXPANSION JOINT PHASE 1 (by others) - Before the wearing course is applied, cover the gap 1 with suitable steel plate 2 - The value of the gap is to be indicated by the engineer taking into account shrinkage, fluage and temperature at time of installation, and the gap (V) at average temperature (see tab. 1)
14 INSTALLATION PROCEDURES PHASE 2 - Saw cut the black top 1 in accordance with the required dimension D (see tab. 1) Table n. 1 D V JOINT TYPE (mm) (mm at average temperature) RAN RAN 50 S RAN SIN PHASE 3 - Remove black top 2 - Lightly scabble the exposed concrete surface
15 PHASE 4 - Install the central gutter 1 - Insert polystyrene 2 - Apply primer P 150 on the exposed concrete surfaces 3 - Install the lateral drainage channels 4 - Seal lateral drainage channels with putty S FIP Pour the reinforced fiber rheoplastic mortar bedding to correct height 6 PHASE 5 - Drill the anchoring holes in the deck slab 1 - Cleaning the surfaces with compressed air2 - Insertion of the anchoring M12 threaded bars 3 - Filling of the holes with epoxy primer P PHASE 6 - Remove polystyrene and clean the gap 1 - Spread S FIP 180 putty on the contact surfaces 2 - Install and fix the joint modules 3 by tightening the nuts 4 - Seal the bolts head with EPOBLOCK 5 - Fill lateral nosing with EPOBLOCK ME 3C 6
16 INSTALLATION PROCEDURES GPE TYPE EXPANSION JOINT PHASE 1 - Saw cut the black top 1 according to dimensions indicated in table A : JOINT TYPE A (mm) GPE 50/ GPE 50/ GPE 50/ GPE GPE GPE GPE GPE PHASE 2 - Remove black top 1 - Scabble exposed concrete surface 2 PHASE 3 - Drill the fixing holes in the concrete slab by using a template 1 - Clean concrete surface with compressed air 2 - Install lateral drainage channels 3 - Sealing with putty S FIP Insert the M16 anchoring bars 5 - Fill holes with primer P Install the central gutter 7 6
17 PHASE 4 - Insert polystyrene sheet 1 - Spread primer P 150 on all surfaces to be bedded 2 - Pour bedding to raise level 3 (if required) PHASE 5 - Remove polystyrene and clean surrounding areas 1 - Spread S FIP 180 to the exposed surfaces - Install 2 stainless steel sheet (GPE160 - GPE200 - GPE250 only) 3 - Install and fix the joint modules 4 by tightening the nuts 5 - Seal the bolts head with EPOBLOCK 6 - Fill lateral nosings with EPOBLOCK ME 3C 7
18 INSTALLATION PROCEDURES RAN P TYPE EXPANSION JOINT PHASE 1 1 JOINTS A B C (mm) (mm) (mm) RAN P RAN P RAN P RAN P RAN P RAN P Position and install metal sleeves 1 to create voids in the concrete deck by means of suitable template 2 - Pour concrete deck 3 PHASE 2 - Remove template - Protect holes and central gap with steel plates - Apply waterproof membrane and surfacing - Saw cut surfacing course D E JOINTS (mm) (mm) RAN P RAN P RAN P RAN P RAN P RAN P
19 PHASE 3 - Remove excess wearing course material from joint area - Remove steel protective plates - Install fixing sockets 1 by means of template 2 - Fill holes with epoxy resin 3 PHASE 4 - Once resin has cured remove template - Lightly scabble exposed concrete surface - Spread Primer P 150 on the concrete surface 1 - Install lateral draining profiles 2 with putty 3 - Install central gutter 4 - Bedding with epoxy mortar EPOBLOCK ME 3C 5 F G JOINTS (mm) (mm) RAN P RAN P RAN P RAN P RAN P RAN P PHASE 5 - Install the sliding stainless steel sheet 1 using EPOBLOCK S FIP 180 epoxy - Install the expansion joint components 2 - Fill the lateral nosings with epoxy mortar EPOBLOCK ME 3C 3
20 J01 New Thelwall Viaduct - UK Portimao Bridge - Portugal FIP INDUSTRIALE Via Scapacchiò SELVAZZANO (PD) - ITALY Tel Fax fip@fip-group.it - Internet: FIP INDUSTRIAL UK LTD Lincon House - The Paddocks 347 Cherry Hinton Road - CAMBRIDGE CBI 4DH - U.K. Tel Fax
CURRENT PRACTICE SHEET
CURRENT PRACTICE SHEET INTRODUCTION An expansion joint can be defined as a device to support the surfacing, or to provide a running surface, across the expansion gap, ie the area between adjacent spans
More informationwww.pitchmasticpmb.com PmB Expansion Joints World leaders in expansion joint technology
www.pitchmasticpmb.com Expansion Joints World leaders in expansion joint technology High performance expansion joint solutions Pitchmastic offers a comprehensive range of specialist services to the civil
More informationEcoflex Wall Penetration Systems: An efficient, sustainable solution for penetrating concrete or block walls
Pre- insulated pipe systems ecoflex Wall Penetration installation guide Ecoflex Wall Penetration Systems: An efficient, sustainable solution for penetrating concrete or block walls Pre-insulated Pipe Systems
More informationCONCRETE FLOOR SLAB & CASTING BED CONSTRUCTION
CONCRETE FLOOR SLAB & CASTING BED CONSTRUCTION General 7 www.meadowburke.com 877-518-7665 MB1109 CONCRETE FLOOR SLAB AND CASTING BED CONSTRUCTION Quality Construction Begins at Ground Level Everything
More informationNEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION BUREAU OF BRIDGE DESIGN BRIDGE DETAILS - REVISION HISTORY
1 of 10 10/1/2015 Revised note #3 to: Joint (behind backwall, brush Expansion joint opening shall be adjusted to curb) temperature anticipated just prior to pouring deck blockout. Final setting in the
More informationWaterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries
Waterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries Introduction Wastewater of petrochemical industries and refineries contains high amounts of emulsified aliphatic or
More informationMILMAN & ASSOCIATES STRUCTURAL CONSULTING ENGINEERS/ PROJECT MANAGERS
MILMAN & ASSOCIATES STRUCTURAL CONSULTING ENGINEERS/ PROJECT MANAGERS May 29, 2013 Revision B Structural Guideline for Design and Installation Holes in Composite Floor Slab Terminal 3, Departure Level
More informationSeptember 1, 2003 CONCRETE MANUAL 5-694.900 CONCRETE PAVEMENT REHABILITATION 5-694.900
September 1, 2003 CONCRETE MANUAL 5-694.900 5-694.901 GENERAL CONCRETE PAVEMENT REHABILITATION 5-694.900 Concrete Pavement Rehabilitation is an extremely valuable tool of the Minnesota Department of Transportation
More informationWastewater Capital Projects Management Standard Construction Specification
CITY AND COUNTY OF DENVER ENGINEERING DIVISION Wastewater Capital Projects Management Standard Construction Specification 10.1 Precast Concrete Pipe 10.1.1 General This section covers material requirements,
More informationChapter 3 Pre-Installation, Foundations and Piers
Chapter 3 Pre-Installation, Foundations and Piers 3-1 Pre-Installation Establishes the minimum requirements for the siting, design, materials, access, and installation of manufactured dwellings, accessory
More informationSPECIFICATION Section 03410 - Structural Precast / Prestressed Concrete
Lafarge/CPCI Guide Specification SPECIFICATION Section 03410 - Structural Precast / Prestressed Concrete 1.0 General 1.1 Description.1 The General conditions of the Contract and Supplementary General Conditions
More informationTECHNICAL SPECIFICATION
THOMAS - G-FLEX GFLEX TECH SPEC CONNECTING INNOVATION JOHANNESBURG TEL: +27 11 794 7594 CAPE TOWN TEL: +27 21 556 5258 POLOKWANE TEL: 015 298 9142 DESIGNER, MANUFACTURER AND DISTRIBUTOR OF PIPE CONNECTION,
More informationSECTION 15076 CEMENT-MORTAR LINED AND COATED STEEL PIPE
SECTION 15076 CEMENT-MORTAR LINED AND COATED (CML&C) STEEL PIPE PART 1 GENERAL 1.01 DESCRIPTION This section designates the requirements for steel pipe fabrication, test in shop, installation of steel
More informationLes Produits MURPHCO Ltée
DESCRIPTION The Murphco support clamp is an assembly made entirely of stainless steel and conceived for all sleeved roof drains. The Murphco Support Clamp is compatible with all types of Murphco* copper
More informationSaferand easierinstallation
EN 85-07 Saferand easierinstallation IföSigninstallationsystem andifösignbuilt-incistern www.ifosanitar.com/sign Aneffectivesolution withmanyadvantages. Ifö Sign installation system makes life a little
More informationCCU Engineering Specifications. Section 003300 PRECAST CONCRETE PRODUCTS
CCU Engineering Specifications Section 003300 Effective Date: Nov. 1st, 2011 Page 1 of 5 PRECAST CONCRETE PRODUCTS PART 1 - GENERAL The following specification is intended for use for the design, selection
More informationSAFETY FENCES, SAFETY BARRIERS AND PEDESTRIAN GUARDRAILS
SERIES NG 400 SAFETY FENCES, SAFETY BARRIERS AND PEDESTRIAN GUARDRAILS Contents Clause Title Page NG 401 Performance Criteria for Safety Fences and Safety Barriers 2 NG 402 Components for Safety Fences
More informationTriflex system: Triflex ProDetail. Solution type: Roof detail and repair waterproofing. Application: Overlay of existing substrate
CAD details Triflex ProDetail Triflex system: Triflex ProDetail Solution type: Roof detail and repair waterproofing Application: Overlay of existing substrate CAD details CAD S: CAD details Triflex ProDetail
More informationCOMMONLY USED RESIDENTIAL BUILDING CODES
COMMONLY USED RESIDENTIAL BUILDING CODES INTERNATIONAL RESIDENTIAL CODE (2009) form revised 5/10 FOUNDATION 1. DESIGN OF FORMWORK. Section 1906.1 IBC 2009, Section R404.1.2.3.6 IRC 2009, ACI 318 Section
More informationLEGACY REPORT ER-5110. www.icc-es.org. ICC Evaluation Service, Inc. Reissued November 1, 2003. Legacy report on the 1997 Uniform Building Code
LEGACY REPORT Reissued November 1, 2003 ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 699-0543 Regional Office # 900
More informationFIRESTOPPING & SMOKE SEALS
SPECIFICATION SECTION 07 84 00 FIRESTOPPING & SMOKE SEALS 1 GENERAL 1.1 SECTION INCLUDES 1.1.1 Comply with Division 1, General Requirements and Documents referred to therein. 1.1.2 It is the intent of
More informationSECTION 08000 STORM DRAINAGE TABLE OF CONTENTS
SECTION 08000 STORM DRAINAGE 08010 DESIGN A. Location B. Sizing TABLE OF CONTENTS 08020 MATERIALS A. Pipe Materials B. Structure Materials C. Installation D. Inlets and Outlets 08030 INSPECTIONS AND TESTING
More informationSikaProof A Technology
SikaProof A Technology The fully bonded waterproofing system Keep your basements durably and securely watertight What is SikaProof A? How does it work? Where can it be used? What are the advantages of
More informationNEW ELECTRICAL SUBSTATION Building 300 SECTION 07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING WORK
ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING WORK PART 1 GENERAL 1.1 REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within
More informationInstallation guide for the SafeLine type anchorage device. Tested in compliance with EN 795: 1996. No.: SE-...
Installation guide for the SafeLine type anchorage device Tested in compliance with EN 795: 1996 No.: SE-... Version: 09.10.2008 SE 67 Subject to technical alterations! Contents 1. General information
More information60.12. Depend-O-Lok FxE Expansion Coupling. System No. Submitted By Spec Sect Para Location Date Approved Date. DEPEND-O-LOK FxE EXPANSION COUPLING
60.1 D-O-L FxE expansion couplings are a bolted, split-sleeve design that provides for expansion and contraction at the coupled joint. These couplings are furnished with restraint rings that, when affixed
More informationPPS-PPQ-BT-PIAS RESIN INSULATORS FOR OIL INSULATED ELECTRICAL MACHINES
PPS-PPQ-BT-PIAS RESIN INSULATORS FOR OIL INSULATED ELECTRICAL MACHINES BUSHING WITH PLUG CONNECTION WITH OUTER CONE PPS CHARACTERISTICS The PPS bushing can be used as a fixed section for the entry of medium
More informationVirginia Approach Spans
Virginia Concrete Conference 2009 Woodrow Virginia Approach Spans David Tackoor, HNTB Formerly of URS Corp for Potomac Crossing Consultants Woodrow 1 Second Severn Crossing 2 Medway Crossing (Channel Tunnel
More informationJames M. Pleasants Company
James M. Pleasants Company SUBMITTAL DATA GAINESVILLE MECHANICAL DECEMBER 20, 2013 PROJECT: GSU: J-183 HUMANITIES LAW BLDG. QUOTE NO:12116 ENGINEER: STEVENS & WILKINSON GASKETED PLATE HEAT EXCHANGER Tag:
More informationSan Antonio Water System Standard Specifications for Construction ITEM NO. 1100 SLIP-LINING SANITARY SEWERS
ITEM NO. 1100 SLIP-LINING SANITARY SEWERS 1100.1 DESCRIPTION: This item shall consist of slip-lining sanitary sewer pipe, which is accomplished by pulling or pushing liner pipe into existing sewers by
More informationINCREASE OF DURABILITY AND LIFETIME OF EXISTING BRIDGES. PIARC TC 4.4 EXPERIENCE.
INCREASE OF DURABILITY AND LIFETIME OF EXISTING BRIDGES. PIARC TC 4.4 EXPERIENCE. M.Sc. Gediminas Viršilas Head of Bridge Division, Lithuanian Road Administration Working group 2 of PIARC Technical Committee
More informationHow To Test A Wrap N Drain X Dampproofing System
National Research Council Canada Institute for Research in Construction Conseil national de recherches Canada Institut de recherche en construction CCMC 13094-R &&0& EVALUATION DIVISION 07111 REPORT Issued
More informationLAYING BLOCK AND BRICK
LAYING BLOCK AND BRICK Products highlighted in this section: SAKRETE Type N Mortar Mix SAKRETE Type S Mortar Mix Brick And Block Laying Basics The first step in building a brick or block wall is to construct
More informationREHABILITATION OF THE FIGUEIRA DA FOZ BRIDGE
REHABILITATION OF THE FIGUEIRA DA FOZ BRIDGE A.Rito Proponte, Lda, Lisbon, Portugal J. Appleton A2P Consult, Lda, Lisbon, Portugal ABSTRACT: The Figueira da Foz Bridge includes a 405 m long cable stayed
More informationTECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE
TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE TECHNICAL SPECIFICATION PART 8000 - PRECAST CONCRETE TABLE OF CONTENTS Item Number Page 8100 PRECAST CONCRETE CONSTRUCTION - GENERAL 8-3 8101 General
More informationPackaged Terminal Air Conditioner Wall Sleeve Installation
Installation & Maintenance Data IM 1196 Group: PTAC Part Number: 910141799 Date: October 2013 Packaged Terminal Air Conditioner Installation x 42" PGAN with Top-Mounted Hydronic Heat Note: Installation
More informationDesign and Construction of Cantilevered Reinforced Concrete Structures
Buildings Department Practice Note for Authorized Persons, Registered Structural Engineers and Registered Geotechnical Engineers APP-68 Design and Construction of Cantilevered Reinforced Concrete Structures
More informationPRESENTATION ON REPAIR AND REHABILITATION OF BUILDINGS DAMAGED IN EARTHQUAKE. By H P Gupta & D K Gupta
PRESENTATION ON REPAIR AND REHABILITATION OF BUILDINGS DAMAGED IN EARTHQUAKE By H P Gupta & D K Gupta DIFFERENT TYPES OF DAMAGES 1.Minor cracks 0.5 to 5 mm wide in load or non-load bearing walls 2.Major
More informationSECTION 33 05 16.13 PRECAST CONCRETE UTILITY STRUCTURES
SECTION 33 05 16.13 PRECAST CONCRETE PART 1 - GENERAL 1.01 SECTION INCLUDES A. This item shall consist of the construction of both sanitary and storm sewer precast concrete manholes in accordance with
More informationNCMA TEK CONCRETE MASONRY FOUNDATION WALL DETAILS. TEK 5-3A Details (2003)
NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology CONCRETE MASONRY FOUNDATION WALL DETAILS TEK 5-3A Details (2003) Keywords:
More informationCavity Drain R20 is manufactured from1.0mm thick black high density polyethylene with studs approximately 20mm high.
CI/SfB Tn6 L6813 September 2013 RIW CAVITY DRAIN R20 R20 is manufactured from1.0mm thick black high density polyethylene with studs approximately 20mm high. Other systems are available for specific uses,
More informationOwner's Manual & Assembly Instructions
Owner's Manual & Assembly Instructions PM01 BASE KIT Model No. FDN1014 717090311 CAUTION: SOME PARTS HAVE SHARP EDGES. CARE MUST BE TAKEN WHEN HANDLING THE VARIOUS PIECES TO AVOID A MISHAP. FOR SAFETY
More informationGuide to working on Public Sewers
Guide to working on Public Sewers affected by Building Works Introduction Severn Trent Water Ltd requires the work to be done in order to protect the public sewer and minimise the risk of us having to
More informationINSTALLATION MANUAL. Installation Instructions
INSTALLATION MANUAL Power-Pole Signature Series Shallow Water Anchor Installation Instructions CAUTION: Read this instruction manual carefully. Become familiar with the controls and know how to operate
More informationInstallation Manual. SKU# 21000 series (Base Rails) SKU# 22000 series (Overhead Racks)
Installation Manual SKU# 21000 series (Base Rails) SKU# 22000 series (Overhead Racks) Welcome to the world of TracRac! We re delighted that you have chosen TracRac, the ultimate sliding truck rack system.
More informationSlab Track Austria. System ÖBB-PORR elastically supported slab
Slab Track Austria System ÖBB-PORR elastically supported slab 5. 2. 3. 4. 7. 6. Five holes for spindles 2. ÖBB-PORR slab 3. elastomeric layer 4. concrete joint sealing compound 5. rail support seat 6.
More informationK. D. FRAME ASSEMBLY FOR CLOSED STEEL STUD WALLS...Ins 10. FRAME INSTALLATION DETAILS FOR CLOSED STEEL STUD WALLS...Ins 11
K. D. FRAME ASSEMBLY FOR MASONRY WALLS...........................Ins 2 FRAME INSTALLATION DETAILS FOR MASONRY WALLS......................Ins 3 INSTALLING EXISTING MASONRY WALL ANCHORS IN FRAME..................Ins
More informationSECTION 07400 STANDING SEAM METAL ROOF
SECTION 07400 STANDING SEAM METAL ROOF PART 1 - GENERAL 1.01 SECTION INCLUDES A. Work described in this section includes pre-formed standing seam metal roofing system complete with clips, perimeter and
More informationSECTION 15 AIR RELEASE VALVE ASSEMBLIES. 15-1 General
SECTION 15 AIR RELEASE VALVE ASSEMBLIES 15-1.01 Scope 15-1 General This section describes the requirements for furnishing and installing Air Release Valve Assemblies of the size and type shown on the plans,
More informationInstallation PowerPoint for Grasscrete Formers
Installation PowerPoint for Grasscrete Formers 1 This document describes the two single-use tools utilized to create the Grasscrete product. The original Former is a vacuum formed light gauge plastic mold
More informationWATERPROOFING FOR CONCRETE STRUCTURES
MANUAL OF CONTRACT DOCUMENTS FOR ROAD WORKS VOLUME 1 SPECIFICATION FOR ROAD WORKS SERIES 2000 WATERPROOFING FOR CONCRETE STRUCTURES Contents Clause Title Page 2001 General 2 2002 Protection of Bridge Deck
More informationSERIES ASM NEOPRENE/EPMD FLANGED SINGLE SPHERE CONNECTOR CONNECTORS. Pressures to 225 PSIG (15.51 barg) Temperatures to 230ºF (110ºC)
APPLICATIONS Process Industry Weak Acids Alkalies Compressed Air Pulp & Paper MODELS ASM - Flanged Connection OPTIONS Control Rods Oil & Gas Water & Waste Pump suction & discharge Sea water Chemical lines
More informationC O N V E Y O R C O M P O N E N T S C H A I N S B E L T S B E A R I N G S
C O N V E Y O R C O M P O N E N T S C H A I N S B E L T S B E A R I N G S January 2009 Issue 6 Valu Guide Brackets The Ultimate in Adjustability and Cost Savings Valu Guide brackets are part of a family
More informationWelcome: What is U Drain? Drain Materials. Flow
Welcome: Thank you for looking into the U Drain floor drain system. This paper will explore the functional features of the U Drain and why it is superior to other grated systems in the marketplace. We
More informationThe unit costs are based on the trend line of the 3 low bids for the average quantity.
Page 1 of 8 COST ESTIMATE GENERAL INSTRUCTIONS The unit costs are based on the trend line of the 3 low bids for the average quantity. Apply the Unit Costs to ordinary structures. Unit Costs should generally
More informationCORROSION ENGINEERING RESIN-BASED POLYMER CONCRETES AND GROUTS
AN ERGONARMOR COMPANY TECHNICAL INFORMATION SPECIFICATION FOR INSTALLATION 07/11 SUPERSEDES 04/00 PAGE 1 OF 6 CORROSION ENGINEERING RESIN-BASED POLYMER CONCRETES AND GROUTS 1. SCOPE 1.1 This specification
More informationCONTRACT SPECIFICATIONS - SEISMIC ISOLATION BEARINGS
CONTRACT SPECIFICATIONS - SEISMIC ISOLATION BEARINGS 1.0 DESIGN 1.1 Scope of Work 1.1.1 This work shall consist of furnishing Isolation Bearings and installing Isolation Bearing Assemblies at the locations
More informationSPECIFICATIONS. INTERLOCKING CONCRETE POROUS PAVING UNITS or Permeable Interlocking Concrete Pavers (PICP)
SPECIFICATIONS INTERLOCKING CONCRETE POROUS PAVING UNITS or Permeable Interlocking Concrete Pavers (PICP) Part 1 General 1.1 CONFORMITY Conforms to the requirements of the general conditions of the contract.
More informationSECTION 02400 - STORM DRAIN SYSTEM
SECTION 02400 - STORM DRAIN SYSTEM CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Reference Standards... 1 1.04 Quality Assurance... 1 1.05 Measurement And
More informationACO DRAIN Monoblock PD ACO DRAIN Monoblock RD
Odwodnienia Line drainage liniowe Monocast channels ACO DRAIN ACO DRAIN Contents New color of channels 3 ACO Drain System diagram 4 Clear width 4 Components of the system 4 System benefits 4 TYPICAL APPLICATIONS
More informationATS Overhead Table Shelf System INSTRUCTION MANUAL
ATS Overhead Table Shelf System INSTRUCTION MANUAL ATS Overhead Table Shelf System Instruction Manual Warranty Newport Corporation warrants this product to be free of defects in material and workmanship
More informationIPR-02-64. Äspö Hard Rock Laboratory. International Progress Report. Temperature Buffer Test. Report for retaining plug and anchoring
International Progress Report IPR-02-64 Äspö Hard Rock Laboratory Temperature Buffer Test Report for retaining plug and anchoring Richard Bäck Äspö HRL September 2002 Svensk Kärnbränslehantering AB Swedish
More informationSPECIFICATIONS FOR BRIDGE CONSTRUCTION SECTION 16 BRIDGE DECK WATERPROOFING. 16.1 General...16-1. 16.2 Materials...16-1. 16.3 Equipment...
SPECIFICATIONS FOR BRIDGE CONSTRUCTION SECTION 16 BRIDGE DECK WATERPROOFING TABLE OF CONTENTS 16.1 General...16-1 16.2 Materials...16-1 16.3 Equipment...16-1 16.4 Installation...16-2 16.4.1 Traffic Restrictions...16-2
More information0845 0098 980 www.nicholsonsts.com
0845 0098 980 www.nicholsonsts.com ROOFTRAK The IFP is revolutionising the way we fix things to roofs. Technical Director of a leading UK roofing system manufacturer The ROOFTRAK-IFP A revolutionary solution
More informationSECTION 02720 SANITARY SEWER AND STORM DRAIN SYSTEMS
SECTION 02720 SANITARY SEWER AND STORM DRAIN SYSTEMS PART 1 GENERAL 1.01 SECTION INCLUDES A. The requirements for pipe material and installation in sewer and drainage collection systems. All materials
More informationFlygt Ball Check Valves
4/13 Supersedes: 6/96 The basic purpose of a check valve is to permit flow in one direction, prevent flow in the opposite direction and perform this function automatically and with minimum maintenance.
More informationInstallation Instructions
Installation Instructions 1. Position the unit onto bridging packers. These keep the unit away from any water sitting inside the frame. 2. Centralise the unit within the frame and pack the edges with appropriate
More informationConstruction. 3-part thixotropic epoxy patching mortar. Product Description. Tests
Product Data Sheet Edition 05/12/2014 Identification no: 020204030010000044 Sikadur -41 CF Rapid 3-part thixotropic epoxy patching mortar Construction Product Description Uses Characteristics / Advantages
More informationElectrical Safety Products
Electrical Safety Products Trelleborg Electrical Safety Products A safe working environment is important in all industries, but in the electrical generation and supply industry, it is paramount. Trelleborg
More informationSection 5.0. Basements. Wall insulated externally. Wall insulated internally. Ba02. Product: Polyfoam ECO Floorboard Ba01.
Section 5.0 Basements Wall insulated externally Product: Polyfoam ECO Ba01 Wall insulated internally Product: Polyfoam ECO Ba02 Basements Basements Basement design Waterproofing BS 8102: 2009 Code of practice
More informationHIGH PERFORMANCE PRE-APPLIED SYSTEM FOR BLIND SIDE & BELOW GRADE WATERPROOFING APPLICATIONS
BSW HIGH PERFORMANCE PRE-APPLIED SYSTEM FOR BLIND SIDE & BELOW GRADE WATERPROOFING APPLICATIONS BSW is a fully reinforced Pre-Applied system membrane designed for horizontal and vertical external blind-side
More information2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS
2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS GENERAL 10/16/2008 The listed average unit prices are based on the
More informationSafe & Sound Bridge Terminology
Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries
More informationPART 1 GENERAL 1.1 SECTION INCLUDES
J-1 Section 09110 Long Form Specification INTERIOR METAL STUD FRAMING This section includes lightweight, usually 0.036 inch (0.9 mm) thick or lighter, non-axial load bearing metal stud framing including
More informationMechanical arms, belts and sheets
Car parks Mechanical arms, belts and sheets DETAIL ARM CAR PARK (mm) 5000 Platen 100x5mm Iron sheets 4mm 5000 485 2100 Belts type C 120x50x2 mm 4915 5400 Hot dipped galvanized UNE-EN ISO 1461 or black
More informationTwo most common lock nut groups: 1-Prevailing Torque Type Lock Nuts:
Two most common lock nut groups: 1. PREVAILING TORQUE a design feature of the lock nut produces friction between threads of mated components thereby increasing the force needed to tighten as well as loosen
More informationProfiles in stock Standard catalogue. Discover the possibilities with aluminium profiles from Sapa
Profiles in stock Standard catalogue Discover the possibilities with aluminium from Sapa You can create your own profile or you can choose from a wide selection of standard. Delivery: 1 2 weeks for standard
More informationAlways. Reliable. Tight. Wall sleeves Versatile solutions for building entries. cablepipebuildingentry+
Always. Reliable. Tight. Wall sleeves Versatile solutions for building entries. cablepipebuildingentry+ The wall sleeve The wall sleeve a largely unnoticed but very important sealing part. Wall sleeves
More informationSERIES NG 1800 STRUCTURAL STEELWORK
MANUAL OF CONTRACT DOCUMENTS FOR HIGHWAY WORKS VOLUME 2 NOTES FOR GUIDANCE ON THE SPECIFICATION FOR HIGHWAY WORKS SERIES NG 1800 STRUCTURAL STEELWORK Contents Clause Title Page NG 1800 (08/14) General
More informationDiameter. Swift Lift Round Recess Plug. Note: The diameter of the narrow recess plug is the same as the diameter of the round recess plug.
P-5 The P-5 is hot forged from carbon steel. The formed head provis spherical seating that the Lifting Eye engages, while a disc-shaped foot is embedd in the concrete. Due to its being a forged part, the
More informationCERTIFICATE NAME OF PRODUCT MANUFACTURER PRODUCT DESCRIPTION CERTIFICATION PROCEDURE. No VTT C-6044-10 Date of issue 11.10.2010, Updated July 1, 2011
CERTIFICATE NAME OF PRODUCT No VTT C-6044-10 Date of issue 11.10.2010, Updated July 1, 2011 H-CONTROL REFLEX+ reflective insulating vapour control layer for roof and wall applications MANUFACTURER ACTIS
More informationSECTION 23 05 29 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT
SECTION 23 05 29 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Pipe hangers and supports. 2. Hanger rods. 3. Inserts. 4. Flashing. 5. Equipment
More informationResidential Foundations and Basements
Residential Foundations and Basements Disclaimer All of the following information is based on the 2006 International Residential Code with Kentucky Amendments. As some information is paraphrased, article
More information39HQ Airovision Air Handling Units
39HQ Airovision Air Handling Units Mounting instructions CONTENTS 1 - TRANSPORT AND LIFTING INSTRUCTIONS... 3 1.1 - General... 3 1.2 - Transport and storage... 3 1.3 - Roof edge protection during transport
More informationFredriksons conveyor systems handle goods with a width from 20 mm up to 600 mm.
Conveyor Solutions Whatever your logistic needs, we can offer a conveyor solution. Our flexible systems primary and secondary packaging for single and multi packages, can transport your goods from one
More informationSPECIFICATION FOR PIPE SUBSOIL DRAIN CONSTRUCTION
SPECIFICATION FOR PIPE SUBSOIL DRAIN CONSTRUCTION 1. SCOPE Pipe subsoil drains shall be constructed in accordance with this specification and in conformity with the lines, grades and cross-sections shown
More informationELECTRIC PERISTALTIC MORTAR POINTING PUMP
ELECTRIC PERISTALTIC MORTAR POINTING PUMP pointing gun & control valve ACF405 PERISTALTIC PuMP hopper feed roller & tube pump for refurbishment & repair trades heritage & conservation bridge & underground
More informationSECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701)
SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) 55-1 GENERAL The Contractor shall perform all work required by the plans for construction of pipe for storm drains, precast polymer trench drains
More informationVXT. Open Cooling Towers. Open Cooling Towers. Product Detail VXT - B 1. Engineering Data... B2. Structural Support... B6
- B 1 Product Detail Engineering Data... B2 Structural Support... B6 Engineering Specifications... B9 - B 2 Engineering Data REMARK: Do not use for construction. Refer to factory certified dimensions &
More informationUB1 AIR CONDITIONING UNIT INSTALLATION INSTRUCTIONS
UB1 AIR CONDITIONING UNIT INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS: Carefully read these instructions before installing your new air-conditioner. AUSTRALIAN AUTOMOTIVE AIR AL00500054E 1 Table
More informationSECTION 02630 STORM DRAINAGE SYSTEM
SECTION 02630 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for storm drainage systems including modifications and connections to existing storm drainage systems. 1.02 REFERENCE
More informationDubai Municipality Standard DMS 1: Part 5: 2004
Specification for precast concrete blocks Part 5: Normal-weight concrete-polystyrene sandwich masonry blocks Issue Date Revision Revision Description Prepared by Approved by Authorized by 19/12/2004 Issue
More informationProposed Revision to Bridge Design & Drafting Manual
INTEROFFICE MEMO TECHNICAL SERVICES Bridge Engineering Section Office Phone: (503) 986-4200 Fax Number: (503) 986-3407 DATE: February 5, 2014 TO: Scott Liesinger Bridge Design Standards Engineer FROM:
More informationMueller. Pipe Repair Products. A complete selection for all types of gas lines... all from a single source. GAS PRODUCTS DIVISION
Mueller Pipe Repair Products A complete selection for all types of gas lines... all from a single source. GAS PRODUCTS DIVISION MUELLER STAINLESS STEEL REPAIR CLAMPS Mueller offers a full line of stainless
More informationI BEAM TRACK INSTALLATION
PDQ 0/700 FESTOON SYSTEM INSTALLATION AND MAINTENANCE INSTRUCTIONS INTRODUCTION The PDQ Festoon System was designed to run on one of three sizes of I-beams: S x., S8 x 8. and S x.. System trolleys must
More informationShower and Floor Gullies Channel Drain and Tile Drain SECTION
Shower and Floor Gullies Channel Drain and Tile Drain SECTION 2 Shower and Floor Gullies, Channel Drain and Tile Drain 29 General Information Shower and Floor Gullies McAlpine has responded to market conditions
More informationOperations and Instruction Manual Might Swivel - Part # 310273 Concrete and Steel Anchorage Connector ANSI Z359.1 10,000 lbs / 44kn
Safety.. Operations and Instruction Manual Might Swivel - Part # 310273 Concrete and Steel Anchorage Connector ANSI Z359.1 10,000 lbs / 44kn Description: Technical: Zinc plated forged heat treated steel,
More informationFLOORS REINFORCEMENT Shear Stud Connector for steel- concrete composite structures cold applied by pins
www.tecnaria.com FLOORS REINFORCEMENT Shear Stud Connector for steel concrete composite structures cold applied by pins HIGHPERFORMANCE FLOORS COMPOSITE STEEL AND CONCRETE STRUCTURES: STATIC AND ECONOMIC
More informationConstruction. Sikadur-Combiflex. Sealing system for cracks and problem joints with large movements DESCRIPTION
Sikadur-Combiflex REVISED JULY 2002 Sealing system for cracks and problem joints with large movements Construction DESCRIPTION USES ADVANTAGES The Sikadur-Combiflex joint sealing system consists of two
More informationINSTALLATION OF A BAY WINDOW
INSTALLATION OF A BAY WINDOW Installation of a Bay Window These instructions relate to the replacement of an existing bay window or replacement of a straight window with a new bay window, in an opening
More information